CN106592527A - Side slope structure for water-conservancy capital construction - Google Patents

Side slope structure for water-conservancy capital construction Download PDF

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Publication number
CN106592527A
CN106592527A CN201710003820.XA CN201710003820A CN106592527A CN 106592527 A CN106592527 A CN 106592527A CN 201710003820 A CN201710003820 A CN 201710003820A CN 106592527 A CN106592527 A CN 106592527A
Authority
CN
China
Prior art keywords
base plate
capital construction
water conservancy
slope
support post
Prior art date
Application number
CN201710003820.XA
Other languages
Chinese (zh)
Inventor
秦熙珍
Original Assignee
成都佳美嘉科技有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 成都佳美嘉科技有限公司 filed Critical 成都佳美嘉科技有限公司
Priority to CN201710003820.XA priority Critical patent/CN106592527A/en
Publication of CN106592527A publication Critical patent/CN106592527A/en

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Classifications

    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G2/00Vegetative propagation
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/125Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of vegetable material, e.g. wood, reeds

Abstract

The invention discloses a side slope structure for water-conservancy capital construction. The side slope structure comprises a supporting upright column, wherein the bottom of the supporting upright column is located on a bottom plate; the supporting upright column is arranged in the bottom plate in an embedment manner; the supporting upright column is fixedly connected with the bottom plate through a fixing device; a steel grating is arranged in the supporting upright column; the steel grating is fixedly arranged on the supporting upright column; reinforcing rods are arranged in the bottom plate; the reinforcing rods are more than one; the reinforcing rods are uniformly distributed on the bottom plate; the reinforcing rods are fixedly connected with the bottom plate; the inner side of the supporting upright column is obliquely provided with a vegetation stratum; locking devices are arranged in the vegetation stratum; and the lower surface of the vegetation stratum is provided with nutritive soil. The side slope structure for the water-conservancy capital construction, which is provided by the invention, has favorable supporting performance; the occurrences of problems of cave-in collapse and the like are avoided; the strengthening performance is high; the green planting can be carried out better; through the design of the locking devices, the side slope structure is difficult to scour by rainwater and the like; the water draining effect is good; drained water can be reutilized; and the effect of saving a water resource is achieved to some extent.

Description

Water conservancy capital construction edge slope structure

Technical field

The present invention relates to a kind of side slope, more particularly to a kind of water conservancy capital construction edge slope structure.

Background technology

Traditional protection slope mostly is the concrete revetment of sealing or grouts block, does not utilize the procreation of biology, and Its outward appearance is gloomy, and visual effect is poor, not attractive in appearance enough.Meanwhile, a kind of currently known hydraulic engineering ecological protection slope construction is base Body, sand bedding course, rubble layer of sand, block stone layer, green layer, concrete component.A kind of hydraulic engineering ecological protection slope can not be accurately real When monitoring bank protection each item data, it is impossible to be preferably used in actual slope protection works, need reasonably to improve it, make It can be more perfect.

The content of the invention

The technical problem to be solved in the present invention is:Overcome the problems referred to above, there is provided a kind of with good supportive, it is to avoid to go out The water conservancy capital construction edge slope structure of the problems such as now caving in.

To achieve these goals, the technical solution used in the present invention is such:The water conservancy capital construction side slope knot of the present invention Structure, including support post, support post bottom is located on a base plate, and it is embedded in and is arranged on base plate, and it passes through between base plate Fixing device is fixedly connected, and steel grid are provided with it, and steel grid are fixed on support post, and reinforcing rod is provided with base plate, and reinforcing rod is not Only one, it is evenly distributed on base plate, and it is fixedly connected between base plate, and support post inner side inclines and is provided with vegetable layer, plants Locking device is provided with tegillum, its lower surface is provided with Nutrition Soil, Nutrition Soil is laid on a matrix, locking device respectively with vegetation Layer and matrix connection, Nutrition Soil is provided with several mesopores, is respectively equipped with several transverse slats and riser in matrix, transverse slat and riser it Between connected using interspersed mode, it is each attached on matrix with riser, and at base plate correspondence vegetable layer and Nutrition Soil infiltration is offered Groove, the external soakaway trench of infiltration groove, soakaway trench is extended on plate outer side face.

Further, as a kind of specific version, support post Surface coating of the present invention has anticorrosion material Matter structure sheaf, anticorrosion material-structure layer is sprayed on support post.

Further, as a kind of specific version, base plate of the present invention adopts corrosion resistant plate structure.

Further, as a kind of specific version, base plate of the present invention adopts heavy structure.

Further, as a kind of specific version, the pitch-row of mesopore two-by-two of the present invention is 30 to 50 Between millimeter.

Further, as a kind of specific version, soakaway trench of the present invention is made using soft material.

Further, as a kind of specific version, nutrition soil thickness of the present invention is at 100 to 200 millimeters Between.

Compared with prior art, it is an advantage of the current invention that:The water conservancy capital construction edge slope structure of the present invention has good propping up Support property, it is to avoid the problems such as caving in occur, reinforcing is strong, can preferably carry out planting technique, by the design of locking device, is difficult Washed away by rainwater etc., drainage effect is good, the water discharged can be recycled, the work of saving water resource is served to a certain extent With.

Description of the drawings

With reference to the accompanying drawings and examples the present invention is further described.

Fig. 1 is the structural representation of the present invention;In figure:1. support post;2. base plate;3. reinforcing rod;4. steel grid;5. vegetation Layer;6. locking device;7. Nutrition Soil;8. mesopore;9. riser;10. transverse slat;11. infiltration grooves;12. soakaway trench.

Specific embodiment

In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are simplified schematic diagram, only with The basic structure of the illustration explanation present invention, therefore it only shows the composition relevant with the present invention.

The preferred embodiment of water conservancy capital construction edge slope structure of the present invention as shown in Figure 1, including support post 1, support post 1 Bottom is located on a base plate 2, and on a base plate 2, it is fixedly connected between base plate 2 by fixing device, in it for its embedded setting Steel grid 4 are provided with, steel grid 4 are fixed on support post 1, are provided with reinforcing rod 3 in base plate 2, the more than one of reinforcing rod 3, its uniform point On a base plate 2, it is fixedly connected cloth between base plate 2, and the inner side of support post 1 inclines and is provided with vegetable layer 5, is provided with vegetable layer 5 Locking device 6, its lower surface is provided with Nutrition Soil 7, and Nutrition Soil 7 is laid on a matrix, locking device 6 respectively with vegetable layer 5 and Matrix connects, and Nutrition Soil 7 is provided with several mesopores 8, is respectively equipped with several transverse slats 10 and riser 9 in matrix, transverse slat 10 and perpendicular Connected using interspersed mode between plate 9, it is each attached on matrix with riser 9, opened at the correspondence vegetable layer 5 of base plate 2 and Nutrition Soil 7 Infiltration groove 11 is provided with, the external soakaway trench 12 of infiltration groove 11, soakaway trench 12 is extended on the lateral surface of base plate 2.

The Surface coating of the support post 1 has anticorrosion material-structure layer, and anticorrosion material-structure layer is sprayed and supporting vertical On post 1.Good anticorrosive effect can be played.

The base plate 2 adopts corrosion resistant plate structure.Long-time is avoided to be placed in the problem that ground causes to corrode.

The base plate 2 adopts heavy structure.Reduce displacement problem.

The pitch-row of mesopore two-by-two 8 is between 30 to 50 millimeters.Pitch-row is moderate, preferably can carry for vegetable layer For nutrition, infiltration is also convenient for.

The soakaway trench 12 is made using soft material.It is strong using flexibility.

The thickness of the Nutrition Soil 7 is between 100 to 200 millimeters.Plant growth can preferably be helped.

The water conservancy capital construction edge slope structure of the present invention has good supportive, it is to avoid the problems such as caving in occur, and reinforcing is strong, Planting technique can be preferably carried out, by the design of locking device 6, be difficult to be washed away by rainwater etc., drainage effect is good, will can arrange The water for going out is recycled, and the effect of saving water resource is served to a certain extent.The bottom of support post 1 is located on a base plate 2, its On a base plate 2, it is fixedly connected between base plate 2 by fixing device, and steel grid 4 are provided with it, and steel grid 4 are fixed on for embedded setting On support post 1, reinforcing rod 3 is provided with base plate 2, the more than one of reinforcing rod 3, it is uniformly distributed on a base plate 2, itself and base plate 2 Between be fixedly connected, support degree is bigger, reduces because supporting the unstable problem for causing frequent replacing;The inner side of support post 1 Inclination is provided with vegetable layer 5, vegetable layer 5 and is provided with locking device 6, and its lower surface is provided with Nutrition Soil 7, and Nutrition Soil 7 is laid on a base On body, locking device 6 is connected respectively with vegetable layer 5 and matrix, it is to avoid the loss of water and soil vegetation;Several horizontal strokes are respectively equipped with matrix Plate 10 and riser 9, are connected between transverse slat 10 and riser 9 using interspersed mode, and it is each attached on matrix with riser 9, base plate 2 pairs Answer and infiltration groove 11 is offered at vegetable layer 5 and Nutrition Soil 7, the external soakaway trench 12 of infiltration groove 11, soakaway trench 12 extends in base plate 2 On lateral surface, convenient infiltration can recycle the water circulation oozed out.

With the above-mentioned desirable embodiment according to the present invention as enlightenment, by above-mentioned description, relevant staff is complete Entirely various change and modification can be carried out in the range of without departing from this invention technological thought.The technology of this invention Property scope is not limited to the content on specification, it is necessary to its technical scope is determined according to right.

Claims (7)

1. a kind of water conservancy capital construction edge slope structure, including support post, it is characterised in that:Support post bottom is located on a base plate, It is embedded in and is arranged on base plate, and it is fixedly connected between base plate by fixing device, and steel grid are provided with it, and steel grid are fixed on and prop up On support column, reinforcing rod is provided with base plate, reinforcing rod more than one, it is evenly distributed on base plate, and it is fixed between base plate Connection, support post inner side inclines and is provided with vegetable layer, and locking device is provided with vegetable layer, and its lower surface is provided with Nutrition Soil, nutrition Soil is laid on a matrix, and locking device is connected respectively with vegetable layer and matrix, and Nutrition Soil is provided with several mesopores, in matrix Several transverse slats and riser are respectively equipped with, are connected using interspersed mode between transverse slat and riser, it is each attached on matrix with riser, Infiltration groove is offered at base plate correspondence vegetable layer and Nutrition Soil, the external soakaway trench of infiltration groove, soakaway trench extends in plate outer side On face.
2. water conservancy capital construction edge slope structure according to claim 1, it is characterised in that:The support post Surface coating has anti- Corrosion material-structure layer, anticorrosion material-structure layer is sprayed on support post.
3. water conservancy capital construction edge slope structure according to claim 1, it is characterised in that:The base plate is hardened using stainless steel Structure.
4. water conservancy capital construction edge slope structure according to claim 1, it is characterised in that:The base plate adopts heavy structure.
5. water conservancy capital construction edge slope structure according to claim 1, it is characterised in that:The pitch-row of mesopore two-by-two is 30 To between 50 millimeters.
6. water conservancy capital construction edge slope structure according to claim 1, it is characterised in that:The soakaway trench adopts soft material system Into.
7. water conservancy capital construction edge slope structure according to claim 1, it is characterised in that:The nutrition soil thickness is 1 hundred to two Between hundred millimeters.
CN201710003820.XA 2017-01-04 2017-01-04 Side slope structure for water-conservancy capital construction CN106592527A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710003820.XA CN106592527A (en) 2017-01-04 2017-01-04 Side slope structure for water-conservancy capital construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710003820.XA CN106592527A (en) 2017-01-04 2017-01-04 Side slope structure for water-conservancy capital construction

Publications (1)

Publication Number Publication Date
CN106592527A true CN106592527A (en) 2017-04-26

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710003820.XA CN106592527A (en) 2017-01-04 2017-01-04 Side slope structure for water-conservancy capital construction

Country Status (1)

Country Link
CN (1) CN106592527A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06280242A (en) * 1993-03-25 1994-10-04 Sekisui Plastics Co Ltd Planting soil draining construction
CN203057920U (en) * 2012-09-13 2013-07-17 梁锡武 Guardrail flower groove
CN203603105U (en) * 2013-11-27 2014-05-21 浙江大学城市学院 Wall plate type ecological retaining wall bank protection structure
CN104195911A (en) * 2014-08-26 2014-12-10 德州市公路工程总公司 Widened embankment structure with beside-water cliff high retaining wall fill section and construction method of widened embankment structure
CN106592526A (en) * 2016-12-23 2017-04-26 成都佳美嘉科技有限公司 Side slope structure for water basic construction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06280242A (en) * 1993-03-25 1994-10-04 Sekisui Plastics Co Ltd Planting soil draining construction
CN203057920U (en) * 2012-09-13 2013-07-17 梁锡武 Guardrail flower groove
CN203603105U (en) * 2013-11-27 2014-05-21 浙江大学城市学院 Wall plate type ecological retaining wall bank protection structure
CN104195911A (en) * 2014-08-26 2014-12-10 德州市公路工程总公司 Widened embankment structure with beside-water cliff high retaining wall fill section and construction method of widened embankment structure
CN106592526A (en) * 2016-12-23 2017-04-26 成都佳美嘉科技有限公司 Side slope structure for water basic construction

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Application publication date: 20170426